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Home My WebLink About2550 EL CAMINO REAL; ; 76-1982; Permit:F.... -- ••_. �� _ - . .. �... i :. Y _ _ ;,�r_-' �x+,"I' r..•• ; Iz! 1Yo' `��L , .b, } S.r I - - � .Y'' ��,t i• W"A mow'. ��. MA � i-4��ii !k{.�iP 9� � �yy'��y y - B0-A-LD G PERMIT APPLIC� TION } . City of CARLSBAD CALIFORNIA 92068, ' T` V 3 Applicant to complete numbered spaces only. Phone 729-1181 Permit No. JOB ADDRESS - - ASSESSOR'S P-ARCEL." NUMBER. _ LEGAL LOT NO. ([]SEEATTACHED SHEET) BOOK .PAGE .=,PAR. i OWNER h3F�,C�'�' i';". MAIL ADDRESS ZIP PHONE -'- CONTRACTOR" MAII, ADDRESS' PHONE 'LICENSE NO. STAT•Ei' ' CITY µMAIL ARCHITECT OR DESIGNER ADDRESS VS 4 ��w ,e•,•,, PHONE ••x•� gg - LICENSE -NO. ¢�," "• t '�a ✓! : iw "�_ _ A ENGINEER MAIL ADDRESS PHONE LICENSE NO. COMPENSATION INS. CARRIER MAIL ADDRESS . - BRANCH 6 USE•O.F BUILDING -/ -8 Class of work: KNEW ❑ ADDITION El ALTERATION ❑REPAIR ❑MOVE ❑REMOVE 4* . ''"�.-' 9 Describe Work: �T Ewa •ti 7 ; NA rot ;� � �€ � .. 10 Change of use from Change -of use to- 1.1 Valuation of work: "$ PLAN CHECK FEES F�v� •'PERMIT FEE $ SPECIALCONDITIONS: Type Const. Ax ,pccupancy s Group € " q . Mrc RO FI•L M'-P E • . Size of Bldg.,t (Total) Sq. F No. of � Stories - Max. Occ. Load . APPLICATIONACCEP.TED:11Y]PLANS�CHEC515D BY. �(, APPROVED FOR IS ANC Y , Fire .1 Zone ,�w, 'Use Zone 5 Fire Sprinklers Required El Yes Eik6 ` + r'ti • r, No. of OFFSTREET PARKING SPACES: • �* t yeti .DATE ''',3T ,rr: Dwelling Units S Ft. Open Covered q• NOTICE- Special Approvals Required Received Not Required' PLANNING DEPT. SEPARATE' PERMITS ARE 'REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR"AIR CONDITIONING. HEALTH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN120DAY,S, OR IF FIRE DEPT. SOIL REPORT CONSTRUCTION OR WORK IS•SUSPENDED-OR ABANDONED FOR A PE'RLOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. OTHER (Specify) ENGINEERING DEPT. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. WATER DEPT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL -BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROV,ISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. •OR SIGNATURE OF CONTRACTOR AUTHORIZED AGENT (DATE) . - - - s SIGNATURE OF OWNER 1-F OWNER LDER)_ (DATE) ,/ 2.: - i,-a Rti fry •#G.r ,. ?" -'. ,(MMPrY+". - ROPERLY VALIDATED (IN:THIS SPACE) THIS IS YOUR PERMIT , 1, P.!,AN CW " TI-ON CK.' M.O. CASH' - PERMIT VALIDATION• CK. M.O. CASH INSPECTOR z._. .... _.. 0 • !y, INSPECTION RECORD -74 - 19 $Q., DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION'WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY v USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC 7-20-76 Footing and foundation steel. E. Plude 8-3-76 Vault: 7:00 Am. O.K. E. Plude 8-6-76 Pour: Need a.structrual detail on penetration of 4" cast iron p um ing vertically thru foundation bona beam. water line needs wrapping. Superintendant said he would get one trom engineer. T. Mata 8-11-76 Pour: Main floor: O.K. B. Nelson 9-2-76 Partial fra ming-Okay connector at sheer wall and over vault.E. Plude. 9-28-76' Foundation Parking light standars.- Okay to pour reinzorce in ouzzmenz 1. Top of vault. 2. Drive through col. 3. Light Standard. 10-14-76 Partical Frame,Deck Nail-Partical sheathing'nai ing. E. Plude. 10-21-76 Cast iron roof down spouts O.K. test. E. Plude Rough Sheathing over drive through O.K. E. PIA4'e 10-29-76 Frame Outside frame and sheathing Okay to cover. E. Plude 11-17-76 Drywall Nailing -Okay E.. Plude. 11-19-76 Ex. Lath -Okay -to start to stucco. E. Plude. --12-6-76 Water Proofing under ceramic tile -Okay E. Plude. TRI AL PERMIT AP A. ATIUN } ELEC C :-FX _ • - - - - :City of CARLSBAD, CALIFORNIA 92008 ,d� Applicant to complete numbered spaces only. Phone 729-1181 Permit No. � f � ; 7 JOB A DQ R ES�S,y�µe; - y,}�...°y +5,{•'y� ;,, f-{� / � S �V�' ' }YN'.vy '+•}-. x• ��4+Mo"-�-.r °�.t+ iaW'.aJ' `d .F'se'-" Fes• M' Mn LEGAL '-'L'OT NO. BLK TRACT _ (❑SEE ATTACHED SHEET) 1 DE3CR. - - ' OWNER",,,. - - "MAIL ADDRESS a''�- ""t .ter") .'''•`.7•%:''i�- `e"'%' ZIP PHONE ' CONTRACTOR MAIL 'ADDRESS PHONE LICENSE NO. STATE CITY ARCHITECT OR DESIGNER MAIL ADDRESS - PHONE LICENSE NO. 4 ENGINEER , MAIL ADDRESS PHONE LICENSE NO. 5 COMPENSATION INS. CARRIER MAIL ADDRESS ' BRANCH 6 USE OF BUILDING 7 8----Classdwork: .�ffNEW ❑ADDITION ' ALTERATION ❑ REPAIR 9 Describe work: �"''- ..�'•"* �,.."' ,� ,�.'","; PERMIT FEES ISSUANCE OF EACH PERMIT No. Each Fee SPECIAL CONDITIONS: 0Au • NEW CONSTRUCTION, FOR EACH - AMPERES OF MAIN SERVICE, SWITCH,FUSE OR - BREAKER APPLICATION.ACCEPTED BY: PLANS CHECKED BY: APPROVED FOR ISSUANCE BY: DATE: NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE NOTICE IN MAIN SERVICE, SWITCH, FUSE 'THIS PERMIT, BECOMES NULL AND VOID IF WORK OR CONSTRUC- OR BREAKER _ TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT' ANY TIME AFTER WORK IS COM- REMODEL ALTERATION, NO CHANGE MENCED. IN SERVICE, FOR EA. AMPERE OF' HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS INCREASE APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS , TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE TEMP. SERVICE UP TO AND INCLUD- PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP.;-' CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. r �" TEMP. SERVICE OVER 200 AMP. y AlER ", 100 SIGNA'TURC OF%CONTRACTOR OR AU TNORIZED AGENT (DATE) -, PERMIT FEE - - SIGNATUREOF OWNER IF, OWNER BUILDER (DATE) WHEN PROPERLY VALIDATED,(IN THIS SPACE) THIS,.IS. YOUR PERMIT • PLAN CHECK VALIDATION CK. M.D. CASH PERMIT VALIDATI-ON CK. M.O. _ CASH - INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 12-13-76 Temp. Elec.- Okay Recall. E. P1ude. 11 kN E-LECTRICAL PERMIT APPLICATION O WF `" .r CD ° (D - = ' City of CARLSBAD, CALIFORNIA 92008 p o h r' ' Permit No. Applicant to complete"numbered spaces only: Phone 729-1181 �* m.z o >= • JOB ADDRESS -y ZY �''% ' o- " LEGAL "LOT NO. -' •BLK TRACT (❑SEE ATTACHED SHEET-) yy -} OWNER -• - MAIL ADDRESS -ZIP PHONE- 2 G tf C+ t.4 0 " / ''•',4 CONTRACTOR MAIL ADDRESS ` - "PHONE • • LICENSE NO: 3. �? ,- XRCH1•T_ECTT-ORDESIGNER' "'MAIL ADDRESS- " - aPHONE - LICENSE NO. .•,-„� 2..,• ENGINEER'- ' MAIL ADDRESS - PHONE F •{" LICENSE NO. ' •.Y L ENOER ,"" - MAIL ADDRESS, { BRANCH x 6 j� �jj fj/��Iw #y. USE OF BUILDING ' z " 8 Class of Work: NEW ❑ ADD ITION ❑ ALTERATION ❑ REPAIR :r 9 Describe•work';��.. % ' �s PERMIT FEES " No. Each Fee SPECIAL CONDITIONS: - ISSUANCE OF EACH PERMIT NEW 'CONSTRUCTION, .-FOR EACH _• AMPERES OF MAIN SERVICE, SWITCH,, •APPLICATION.ACCEPTED BY:., PLANS CHECKED BY: APPROVED FOR ISSUANCE By: FUSE OR .BREAKER` z NEW SERVICE ON EXISTING BL G.. ;,,p FOR EA. AMPERE OF INCREASE • ' :, NOTICE IN MAIN .SERVICE, SWITCH, FUSE - q: `• THIS PE:RkIT "BECOMES NULL AND VOID IF WORK OF:CONSTRUC- OR BREAKER _ LION AUTHORIZEQ IS NOT COMMENCED WITHIN 60 AYS,`OR IF CONSTRUCTION OR.,WORKISSUSPENDED OR ABAN, O IED'FOR A - PERIOD "OF" 120 GAYS AT ANY TIME AFTER WORK lS )GOM- 'REMODEL, ALTERATION,>�VO CHANGE -'" MEN"CED, t IN: SERVICE, FOR' EA. .AMPERE OF *; �. 1' HEREBY CERTfEY I' HAVE .READ'AND EXAMINED THIS INCREASE - " APPLICATION"AND• NOW THE SAME TO BE TRUE AND CORRECT. 'NOW ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS "COMPLIED WITH WHETHER SPECIFIED • TYPE OF .WORK WILL -BE HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE TEMP. SERVICE UP TO AND INCLUD- ` PROVISIONS'OF ANY OTHER STATE OR LOCAL:LAW REGULATING ING ZOO AMP. CONSTRUCTION, OR THE PERFORMANCE OF CONSTRUCTION. TEMP. SERVICE OVER 200 AMP. PER 100 '�al�"'' 'Y ar::•,5-+^.aaci�'�",�n.,.,ts"4 .r y'", f� SIGNATURE OF CONTR TOR OR AUTHORIZED AGENT (DATE) " _ MINIMUM PERMIT FEE 1 t { SIGNATURE OF OWNER IF OWNER BUILDER DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS, YOUR PERMIT PLAN CHECK, VALIDATION CK. nn.o. CASH PERMIT VALIDATION CK. M.O. CASH x'H }: INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC 7-27-,76 Temp. Elec. O.K. E. Plude 7-29-76 O.K. elec. conduit in vault, E. Plude 8-6-76 Electric conduit all O.K. to proceed. T. Mata 12-10-76 Underground Elec.-Okay for underground Elec. E. Plude. -� MECAPPLICATIOI�.'3_ 0 NICAL PERMIT " 6.�City of CARLSBADCALIFORNIA, �92008 4T > Apc�nf soon Phonel " ow _j 0 M�AD�D RXS S 1 7, 131 In •TRACT 67"N0 A .2, MAI,L, �DDRES&'. :1 41 L7AdbimS� PH0 LION 0- A� A 5?) '---Pi-rON,E- - It DJES I GN E aAll. ALOIDRES�S 'AR C14ITECT 0 R� LI 46E 4 G 4C -ENGI&tER_ MAIL ADDRESS PHONE LICENSE NO. LENDER MAIL ADDRESS BRANCH USE b B - Class-0 work; 'NEW` Q ADD ITIGN DAILTtffiATLON' ,9 Describe work: Z/ '446 4 44 -P �LP_ . e G. Oil F G El T4 of Fuel'. Nat. '-"as PERM FEES -S0tCIAL-CONDItI9N T of 64-` -V Air,ond ;p Ea, Z Atn -.Urtits 'H.P. E6;. of To s B.T.U, �Forcec(Airi.SY 1p EPTEO-P .PLANS CHECKED BY APP'ROVgp FOR 'S �r !Y,, I: j7y_�k� 6�'M Ea.- Floor 0 qrnaq' ;U M -WAI(H M- - NO T-1.-E Unit Heaters—B.T.U. Evaporative Coolers THIS PERMIT BECOMES NULL ANIJ,'VOID I-F WORK OR CONSTRUC- TION A_ t-HpRIZtp )S.NOT COMMENCED WITHIN 60 DAYS, OR IF dONstOUCTION OR WORK IS *-E "(_ ' ' SUSP, -A-DED OR A13ANDONED-FQR A Clothes Dryers Ventilation Fan PERJO _-F 120z D S AT kNY ' t AFTER WORK DAYS -j NME IS COM- MENCtbZ'z-":- EXAMINED -TA-ld Range,,Hood,,_,,,_ 7 Air Ffand17- C.F.M. 40N ON AND, 15' TO'BEb TRUE AND CORRECT: -APPL ALL—P, R(�,, JSIONs OF LAWS AND',10,*R-C(INANCES GOVERNING THIS -TYPE--bt�kWORK WILL`BECOMPL:fea'WITH WHETHER SPECIFIED Incinerator HEkEW,J'bA NOT,'. THE GRANTIN A. PERMIT DOES NOT TE OR CANCEL THE Tj_,OF PRESUMt;'TO GIVE�'_AUTHORITY. T --VIOLA 1314,0VIS"I'614S OF ANY --OTHER STATE,,OR LOCAL LAW REGULATING CONSTRUCTION OR, THE PERFORMANCE OF CONSTR`UCTION, .1,(DAT fdt�X-rl.?RE OF CON TR.AC TO D AGENT: TYR ",! - RAX THOR I ZF N �aJli_tATi;R_Or__OW -(I DATE),, b-HEC P WHEN P1 7_A_ L I b _01 ON OFERLY-:VAILIDATED (IN THIS,! M.O. CASH GEI THI51$ YUUtt- VEMMI IT VALIDATION.' 7 qK.M.O. CASH INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. PLUMBING PERMIT APPLICATION-' Permit No. City of CARLSBAD, CALIFORNIA -ed'spaces only. ,,__-'Appr1ic,ant to cbm'pletie number v 'D JOWADDRESS - 46 ?" /, I �� 0 Z� !,* 'LEGAL 1-DES CR. LOT No. BLK - TRACT ' . - ([:DSFE ATTACHED SHEET) • 0 OWNER MAIL ADDRESS 7fp PHONE y In CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. 6300 ARCH,ITECT OR DESIGNER MAIL ADDRESS A PHONE LINNS9 NO. ENGINEER MAIL ADDRESS ,5 PHONE LICENSE NO. LENDER MAIL ADDRESS 6 BRANCH USE OF BUILDING 8 -Class of work: PANEW DADDITION DALTERATIJON EIREPAIR 9 Describe --work- A PERMIT FEES -No.- Type -of Fixture or Item Fee SPECIAL CONDITIONS: WATER CLOSET (TOILET) S&I BATHTUB 4, LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & DISP.-------- • .DISHWASHER APPLICATION ACCEPTED qY: PLANS CHECKED BY: APPROVED FOR ISSUANCE BY; LAUNDRY TRAY W CLOTHES WASHER WATER HEATER j, NOTICE . THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF.•�- CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A -PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED -THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL -PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL'BE COMPLIED WITH WHETHER SPECIFIED HEREIN 08 NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. URINAL DRINKING FOUNTAIN A FLOOR SINK OR DRAIN e SLOP SINK GAS SYSTEMS: NO. OUTLETS WATER PIPING & TREATING EQUIP. WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER CESSPOOL PT CITANK & PIT SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) PERMIT TOTAL FEE $1 _'&_1 T 06,1 SIGNATURE OF OWNER IF OWNER BUILDER) (DATE-) WHEN PROPERLY VALIDATED (IN THIS' SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION PK. M.P. CASH PERMIT -VALIDATION CK. M.O. CASH INSPECTOR INSPECTION REPORTS DATE ITEM, I REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 7-20--76 Underground waste only: O.K. E'. Plude roof drains: O.K. E. Plude 8-4-76 O.K. Underground elec. for light standards. E. Plude 8-5-76 Sewer: O.K. to cover after repair of pinhole leak. E. Plude 9-17-76 Underground Plbg. for roof drains, O.K. E. Plude 10-18-76 Rough Plumb.- 1. U.G. Water, Okay. 2. Topout Okay. 3. Roof drain system, Okay. 4. Gas Test. Okay. E. Plude. 2-7-77 Gas Meter Set - Okay gas. E. Plude. ,s N, S IL HAVE A CITY OF CARLSBAD BUSINESS LICENSL BLFO►tL SiAR1ING ANY jiuo ''dliHlFi iris L11t- PLEASE COMPLETE THESE FORMS & i4AIL BOTH TO: CARLSBAD CITY HALL, 1200 Elm Ave., CARLSBAD, CA 9200'8 - ATTN.: BUSINESS LICE14SE DEPT.r-• THANK YOU FOR YOUR 'COOPERATION. GENERAL CONTRACTOR P.H. Lusardi Const. Co. ADDRESS P.O. .Box 35, -San Marcos, CA. 92069 JO B ADDRESS 255 amp no ea ar s ad C CLASS OF WORK SUBCONTRACTOR - NAME_ & ADDRESS Acoustic Tile '- Const. Inc. —J.D.E'. 5111 Santa Fe. St., Suite an go Boiler, Water Heatin Cab?net & Mill Work University Mech . & Engineering Contractors . n Lusardi Const. Co. San Marrosyr-CA 9?nr,A - Carpentry -rough Lusardi Const. Co. Carpentry -finish Lusardi Const. Co. Cement & Concrete Co. Drywall J.D.E. Const.- Inc. an e ., —Su a an sego a .Eiastazel Electrical A. W. Myers E1 ectri-cal Co. , Inc. 20 6 Newton v,e San Diego, Elevator installation U. S. Elevator Z,bUO Sweetwater Sprin. s v ri 6—a6-5-Tal I e Excavating, grading trench in 2, .n Lusardi Const.-Co. Flooring, wood Flooring,. car etin Roark's Carpet & Linoleum Co. 2100 Highland Ave.. National Ci t CA Fire Protection Systems Formica A a b c -o e ar- S t., an sego, Garage Doors G1_azing Center Glass Co. ive, vista Heating; Air Conditionin Insulating University Mech . & En i neeri n Contractors S E c o n d i Spring Valle Insulation 3151 f Dr. S rin Valle 92077 Landscaping '8T7 Hi rats Land-scapi ng Co. V a 11e Crest Dr. Vista 9 Lathing J.D.E. Const. Inc. Luminousteilings A. W. Myers Electrical Co., Inc. Masonry Mirrors, Shower Doors Painting Cont_-i nental Hardware -Box os nge es , Robert McMullan & Son, Inc. box an I o Plastering' J.D.E. Const. Inc. Plumbing Hermsen, -Inc. ceansi e blvd.,-Uceansicie 920.54 ,Pullman Tops H e rms en , Inc, . Roofing Asbestos Roofing Co. 8060 Armour t. an- lego Shebt Metal Rogers & Simmons 402 eve t. . ista 2 Steel; reinforcing & structural Tile J and C Western s ca, n 'Ido v., s CO n 1 0 San Diego Tile CO. • �. g Welding Ot_hcr—_- Jurisdiction of ......... r c------------- GENERAL PLAN CORRECTION LIST Based on 1973 Edition of the Uniform Building Coda Owner----- A ------------------------------------------- JobAddress ---------------------------------------------------------------- City------------------------= ----- State------------------------------------f - O ------------------------ Total Allowable Floor Area--C.P�.................... Sq. Ft. Basis for Increase/ COMMENTS OR ASSUMPTIONS: Plan Check No - - ------- F____-__.Valuation _ Use--=--- ----------- --------- Type of Occupancy Construction ______________________Classification ___��_Z Fire Zone No. _Stories ---------- --______________ Jam"V G9' Floor Area: Yz'z 9 Floor (Max.) ........ -----------------_- Sq. Ft. Floor (Total) ------------------------------------------------------ Sq. Ft. OccupantLoad------------------------------------------------------------ Corrections checked below are to be made on plans before permit is issued. The approval of plans and 'specifications does not permit the violation of any section of the Building Code, or other City Ordinance or State Law. GENERAL 1. Valuation should be $ ........................................ 2. Show job, address on plans. 3. Give name of person responsible for plans. 4. Submit fully dimensioned plot plan. 5. Give all dimensions on plot plan. AREA -LIMITATIONS AND GENERAL OCCUPANCY REQUIREMENTS 6. Ground elevations should be shown at corners of the building and at changes in ground slope. The ground elevations should be taken at the lowest point between the exterior wall and a point 5 feet out or at the property line, if closer. Where the exterior wall is parallel to and within 5 feet of a public sidewalk,. alley, or other, public way, the ground elevations should be the elevation of the public way. The number of stories in this building cannot be determined until this data is furnished. 7. The total floor area is limited to ........................ square feet. Sections 505 and 506. 8. Unobstructed yards of ------ _------------- feet should be maintained on ------------------------------------ sides of the building for area purposes. Section 506. 9. Provide details to show that .............................. -hour area separation walls should comply with Section 505 (c). (a) Extend vertically from the foundation to a point 30 inches above the roof. (b) Total width of all openings limited to 25 per- cent of the wall length in the story under consideration. (c) All openings protected with fire assemblies having a fire -resistive rating of one -and -one- half (three) hours. (d) Ducts through area separation walls should be avoided. If allowed, fire dampers on each side of the wall are required. Section 30.102, U.B.C. Standards. 10. A fire -resistive occupancy separation in conform- ance with Table No. 5-13 and Section 503 is required between the ----------------------------•------------------- (-------------hours) •----------------------------------------------- (-------------hours) --------------------=-------------------------- (-------------hours) 11. IHorizontal occupancy separations should be sup- ported with a structural system having equiva- lent fire -resistive protection. Section 503.(b). The building is limited to ------------------------ stories (__________________ feet in height) as a Type -_________..._ structure. Section 507 and Table No. 5-D. ---•-------------------•--------------------------------------- --------------------------•--------•------------------------------------- --------------- ----------------------------•-------------- •-•--------- 13. IA room in which a water closet is located should be separated from food preparation or storage rooms by a tight -fitting door. TYPE OF CONSTRUCTION 14. V (III-N) (IV-N) buildings are not permitted 1Type in Fire Zone No. 1. Section 1602 (a). 15. Roof coverings should be fire retardant. Section 1603 (a) or 1704. Details or specifications complying with Section 3203 (e) are required. Form 200.3 Sheet No. 1 of 6 Sheets 16. Exterior (court) walls within .................... feet of lines should be of.................hour construction. Section -------------------- 03 (a). 17. Openings in exterior (court) walls within ------------ feet of property lines'should be protected with three -fourths -hour fire assemblies. Section -------------- ---•- 03 (b). 18. Usable space under the first floor except in Group I (J) Occupancies should be enclosed as required in Section 1703. - 19. Fire -resistive construction for structural frame elements in the exterior walls should comply with Footnote No. 1 of Table No. 17-A and Section ......................... See Section 1702 for clarification. 20. Building paper should be applied to exterior walls as specified in Section 1707 (a). 21. Enclosures for floor openings should comply with Table No. 17-A, Section 1706. Details should clearly indicate this. 22. Structural members carrying masonry or con- crete walls in buildings over one. story in height should be protected with minimum one -hour fire protection. Section 1708. ............... ------------------------------------ ------ --------•- ................................................... .............. ....... ----------•------•----•-----•-----•-------------•- •----------------------- 23. Nonabsorbent finish and backing for toilet room walls and floor should conform with Section 1711 (a). 24. Shower stall walls should be finished with a hard, nonabsorbent surface to a height of 6 feet. Section 1711 (b). 25. Doors and panels of shower and bathtub en- closure should comply with Section 1711 (e) to (g). 26. Parapet walls not less than ................ inches in height are required. Section 1709. 27. Eave overhangs and similar architectural pro- jections should comply with Section 1710. -•-------------••--•------•------....... -........ ----------•--- .......................... ................................................ 28. Projections beyond the exterior wall should con- form with the least restrictive of the following: (a) A point one-third the distance to the proper- ty line from an exterior wall. Section 504 (b). (b) A point one-third the distance from an as- sumed vertical plane located where fire- - resistive protection of openings is first re- quired due to location of property. Section 504 (b). ................. •-------------------•------------• ------ ........ -------------------------------------------------------------------------- 29. Envelope ceilings should satisfy the following conditions [Section 4303 (b) 6.1: (a) Should not be used to provide fire protec- tion -beam and girders supporting more than one floor. (b) Columns should be individually fire pro- tected. (c) Duct and outlet openings are limited to 100 square inches in each 100 square feet of ceiling area and should be protected with approved fire dampers. (d) Electrical outlet boxes should be of steel and not greater than 16 square inches in area. 30. Gypsum board ceilings in conjunction with fire - resistive assemblies should be supported at intervals not exceeding 16 inches. Item 27, Table No. 43-C. 31. Wood stripping or suspended wood systems for gypsum board ceilings should be not less than 2-inch nominal thickness. Section 4704 (b). [Section 4703 (b) for wall stripping.) 32. Final partition layouts and details should be sub- mitted prior to installation to justify compli- ance with occupancy, fire -resistive, structural, and exit requirements. 33. Justifying test data in conformance with Section 106 or an ICBO research recommendation is required for ....................................................... 34. Rooms in which rubbish (linen) chutes terminate should be separated from the remainder of the building with a one -hour occupancy separation. Section 1706 (c). 35. Openings into rubbish and linen chutes should not be located in required exit corridors or stairways. Section 1706 (c). SPECIAL OCCUPANCY REQUIREMENTS ------------------------------------------------------------------------- Group B 6. B-3 Occupancies should be of one -hour fire - resistive construction if located in a basement or above the first story. Section 702 (b). 37. B- ccupancies with an occupant load of 1000 or re should be in Type 1, II, III one -hour, III Heavy imber or IV one -hour buildings. The assembl room should not be in a basement if it conta s this high occupant load. Section 702 (b). 38. The main entran should front directly upon or have a 20-foot wi a access to a public way at least 20 feet in wi . Section 703. 39. Light and ventilation sho Id comply with Section 705. 40. A One -Hour Fire -Resistive Occ ancy Separation is required between the boiler r central heat- ing plant and the rest of the bu ing. Section 708. 41. Exterior openings for rooms containin boiler or central heating plant should be pr ected with three -fourths -hour fire -resistive assem lies that are fixed, automatic, or self -closing if cated below openings in another story or if les than 10 feet from other doors or windows in the same building. Section 708. Group C 4 . Atmospheric separations should comply with Section 802 (b). 43. Use f rooms should be clarified. Note that rooms 'n Divisions 1 and 2 Occupancies used oses and rooms used for for dayNfirst kindergor second grade pupils and Divisionancies cannot be located above try. Section 802 (c). 44. Special hazard rooms hould be separated from other portions of the b 'Iding by not less than a One -Hour Fire-Resistiv Occupancy separa- tion. Section 802 (d). 45. One required exit should front di ctly upon, or have a 20 foot wide access to, a p r way at least 20 feet in width. Section 803 ( 46. Sanitary facilities should be provided in a" d ance with Section 805. 47. Light and ventilation should comply with Section 805. Sheet No. 2 of 6 Sheets 48. A One -Hour Fire -Resistive Occupancy Separation is required between the boiler or central heat- ing plant and the rest of the building. Section 808. \coup D 49. Grou D, Division 1 Occupancies should be of Type or II construction unless complying with the Exc tion in Section 902 (b). 50. Group D, D ision 2 (3) Occupancies should be of one -hour fire -resistive construction. Table No. 5-C. 51. Light and ventilati should comply with Section 905. 52. A One -Hour Fire -Resist, Occupancy Separation is required between the oiler or central heat- ing plant and the rest o he building. Section 908. 53. Exterior openings for rooms co taining a boiler or central heating plant shout be protected with three -fourths -hour fire -resist, assemblies that are fixed, automatic, or el losing if orifless located below openings in another Nwdows than 10 feet from other doors. o in the same building. Section 908. Group F 54. Motor vehicle service stations should be of non- combustible fire -retardant treated wood or one - hour fire -resistive construction. Section 1102 (b). 55. Storage areas in excess of 1000 square feet in connection with wholesale or retail sales should be separated from the public areas by a One - Hour Fire -Resistive Occupancy Separation un- less the building is equipped throughout with an automatic fire -extinguishing system. Section 1102 (b). 56. Light and ventilation should comply with Section 1105. 57. Exhaust ventilation at or near floor level is re- quired by Section 1105. 58. A One -Hour Fire -Resistive Occupancy Separation is required between a boiler room or central heating plant and the rest of the building. Sec- tion 1108. Group H 59. A Group H Occupancy more than two stories in height or having more than 3000 square feet above the first story should be of one -hour fire -resistive construction throughout. Section 1302 (b). 60. The following rooms should have window areas as specified in Section 1305 (a), one-half of which is openable. ----------------------------------- -------------------------------- ------------------------------------------ ........................ 61. Mechanical ventilating system in bathrooms should provide five air changes per hour di- rectly to the outside. Section 1305 (a). 62. Windows from ------------------------------------------ should not be considered as furnishing required light or ventilation since they do not open to a yard, court, or street in accordance with Section 1305 (a). 63. Courts bounded on four sides with walls should be at least 10 feet in length. For courts more than two stories in height, the required width should be increased by one foot and the re- quired length by 2 feet for each additional story. Section 1306 (c). 64. Every sleeping room: below the fourth floor should have at least one window or exterior door approved for emergency exit or rescue. Section 1304. 65- -------------------------------------------------------- room should have the minimum ceiling height required in Section 1307 (a). 66- -------------------------------------------------------- room should have a minimum superficial floor area of -------------------- square feet. Section 1307 (b). 67. Efficiency dwelling units should comply with Section 1308. 68. A One -Hour Fire -Resistive Occupancy Separation is required between a boiler room or central heating plant and the rest of the building. Section 1312. 69. Every dwelling unit and guest room should have comfort heating facilities as specified in Sec- tion 1311. Group J 70. Group J Division 1 Occupancies are limited to 1000 (3000) square feet in floor area and one story in height. Section 1502. 71. Garages should not open directly into a room used for sleeping purposes. Section 1504. 72. An approved noncombustible material or asphal- tic paving material is required for garage floor surfaces. Section 1504. -------------------------------------------------------------------------- -------------------------------------------------------------------------- EXIT REQUIREMENTS 73. An occupant load sign is required in classrooms, assembly areas, etc., having an occupant load of more than 50. Section 3301 (j). See ............ -------------------------------------------------------------------------- -------------------------------------------------------------------------- 74. Conforming exits are required from the areas below as specified in Section 3302 (a). ------------------------------------------------------ --- ----------------- - ------------------------------------------------------------------------ 75. Exits should have a minimum separation of one- half the maximum overall diagonal of the build- ing or area served. Section 3302 (c)............... 76. No point in the building should be more than 150 (200) feet from an exterior exit, horizontal exit, enclosed stairway, or exit passageway, measured in the direction of travel. Section 3302 (d)- ---------------------------------------------------------- 77. Exit door should swing in the direction of egress. Section 3303 (b). See doors ................ -------------------------------------------------------------------------- 78. Double acting doors are not allowed where serv- ing a tributary occupant load of more than 100. Section 3303 (b). 79. Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3303 (c). Note also that flush bolts or surface bolts are prohibited. 80. Exit doors should be a minimum size of 3' x 618" with a minimum doo swing of 90 degrees. Section 3303 (d)- ---- ----------------------------------------- 81. The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3302 (b). Section 3303 (d). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door ------------------------------------------------------------------------ Sheet No. 3 of 6 Sheets r A fl r o 1 0 0 low t it d on each side of an rt j ew o . Section 33 (h). 83. DoAd should not project more than 7 inches in- to the required corridor width when fully opened or more than one-half into the required corridor width when in any position. Section 3304 (d)------------------------------------------------_-_----- 84. Revolving (sliding) (overhead) doors are not per- mitted as exit doors. Section 3303 (f). 85. Exit doors should provide immediate access to an approved means of egress. Section 3303 (g). Exiting through another room does not comply. 86. Corridors should have a minimum width of 44 inches. Section 3364 (b). 87. Corridors serving nonambulatory persons should have an 8-foot minimum width. Section 3318 (c). 88. Dead end of corridors and exit balconies are limited to 20 feet. Section 3304 (f). 89. Walls and ceilings of corridors should be of one. hour fire -resistive construction. Section 3304 (g). An architectural section through the corri- dor is necessary to determine how this is accomplished. 90. Exterior exit balconies cannot project into an area where protected openings are required due to location on property. Section 3304 (i). ------------------------ --................. ----------------------------- 91. Interior openings into corridors should be pro- tected as specified in Section 3304 (h). 92. Stairway .......................................... should have a minimum width of .................... inches. Trim and handrails should not project more than 31/2 inches into the required width. Section 3305 (b). 93. Risers on stairways should not exceed 71/2 inches and runs should not be less than 10 inches. Section 3305 (c). 94. Landings on stairways should have a dimension in the direction of travel equal to the width of the stairway but need not exceed- 4 feet. Sec- tion 3305 (f). 95. Landings should not be reduced in width more than 31/2 inches by a door when fully open. Section 3305 (f). 96. Basement portion of stairways should have an apprg4ed barrier where continuous to upper flo s in an exit losure. Section 3305 (g). 97. rtical stanc tween stairway landings are limited 12 fee . ec ion 3305 (h). PK andrail • Id be placed not less than 30 inchesAndr more than 34 inches above the tread. ec n 3305 (i). Two handrails are re- a quired stairways exc ed 44 inch s in width. ", 99. Guardrails for stairs, balconies, nd landin s should conform with Section 1714. Note that maximum clearance between intermediate rails IS 9 inches. 100. Openings in exterior walls within 10 feet of exterior stairways should be protected with self -closing three -fourths -hour fire -resistive as- semblies. Section 3305 (k). 101. Enclosed usable space under interior stairways should be protected on the enclosed side as required for one,hour fire -resistive construc- tion. Section 3305 (I). 102. Noncombustible exterior stairs are required. Section 3305 (m). T 103. Exterior stairs should not project into an area (yards or courts) where wall openings must be protected. Section 3305 (m). 104. One stairway should extend to the roof. Section 3305 (n). It must be in a smokeproof enclosure in buildings over 75 feet in height. Section 3309 (b). 105. Six-foot 6-inch minimum headroom clearance for stairways should be indicated on plans. Section 3305 (o). Note that this is from a plane tan- gent to the stairway tread nosings. 106. Ramp slopes should not exceed one foot in -------------------------------- feet. Section 3306 (c) (d). 107. Surface of ramps should be roughened or of a nonslip material. Section 3306 (f). 108. Stairways should be enclosed as specified in Section 3308. (a) One (two) -hour fire -resistive walls are re- quired. (b) Only exit doors are allowed to open into exit enclosures. (c) Doors should be labeled one (one -and -one- half) -hour fire assemblies. (d) Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire -resistive construction should be as re- quired for the exit enclosure, including pro- tected openings. Only exit doors are per- mitted to open into the corridor. (e) An approved barrier is required at the ground floor to prevent people from acci- dentally continuing to the lower level. (f) Usable space is not allowed under the stairs. --------------------------------------------- ---------------------- ----------- 109. One exit from the building should be a smoke - proof enclosure complying with Section 3309. 110. Openings into exit courts less than 10 feet wide should be protected with labeled 45-minute fire assemblies. Section 3310 (d). Also see "exit court" definition in Section 3301 (c). Openings more than 10 feet above the court floor are exempt. Ill. No openings other than required exits are per- mitted in exit 'passageways. The passageways should be of .........................hour fire -resistive construction. Section 3311 (a). 112. Exit illumination and signs should be provided in conformance with Section 3312. 113. Aisle (cross aisle) in auditorium should have a minimum width of _----------------------- ----- Section 3313 (b). Section 3313 (e). 114. Panic hardware is required on exit doors serving Group B Occupancies having an occupant load of more than 100. Section 3316 (a). In lieu of this, doors shall have no locks or latches. 115. Main and side exits in conformance with Sec- tion 3315 are required for B-2 (1) Occupancies. Section 3316 (a). 1 6. Corridors of Group C Occupancies should have a width required by Section 3302 plus 2 feet, but not less than 6 feet. Section 3317 (e). 117. Each floor above or below the ground floor level of Group C Occupancies should have no less than two exit stairs. Section 3317 (g). 118. Exit stairs serving an occupant load of more than 100 in a Group C Occupancy should have a minimum clear width of 5 feet. Section 3317 (g)- 119. Every room with an occupant load exceeding 1 300 should have one of its exits into a separate exit system. Section 3317 (b). Sheet No. 4 of 6 Sheets x 120. When three or more exits are required, no more than two required exits should exit into the same exit system. Section 3317 (b). 121. No point in a room in a building should be more than 75 feet to an exit corridor, enclosed stair- way or exterior of the building. Section 3317 (c). 122. Exiting through adjoining rooms should comply with Section 3317 (d). 123. Panic hardware is required on exit doors serving rooms containing more than 100 occupants and in corridors of Group C Occupancies. Sec- tion 3317 (j). 124. Every room in a Group D Occupancy should have access to at least two legal means of egress. Section 3318 (a). 125. Doors from bedrooms and wards of Group D Occupancies and all exit openings where non - ambulatory patients are housed should have a minimum clear width of 44 inches. No pro- jections in this width are allowed. Section 3318 (b). 126. Panic hardware is required on exit doors serving more.than 50 occupants in Group D Occupan- cies unless there is no latch or lock. Section 3318 (f). FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES 127. The space between wood floor construction and a suspended ceiling below should be divided into areas not exceeding 1000 square feet. Section 2517 (e). 128. Attics of combustible mal hould be divided into areas not exc edia 30 0 (9000) square feet. Section 3205 129. Roof ain e h be onducted under the u is side al .Sec "on 3207 (e). 130. overfl dr ins aving the same size as roof drains i dependent drain lines on are re- -o ove�iow quired. n lieu this, sc'-" uppers three times th size of roof drains should be installed O, in parap t walls. Overflow system should have fc/ inlets located 2 inches above the low points Section of the roof. 3207 (c). p 131. The aggregate area of penthouses and other roof structures cannot exceed 331/3 percent of the supporting roof area. Section 3601 (b). FIRE -EXTINGUISHING SYSTEM 132. An approved automatic fire -extinguishing system in the -------------------------------------------- is required. Section 3802 (b). This includes blind spaces enclosed wholly or partly by combustible con- struction. ' 133. Dry standpipes are required in buildings four or more stories in height. Section 3803. 134. Wet standpipes are required as specified in Sec- tion 3804. 135. Combination standpipes are required in build- ings exeeding 150 feet in height. Section 3805 (b). 136. Buildings six stories or more in height should be provided with not less than one standpipe dur- ing construction. Section 3806 (b). 137. Fire -extinguishing system plans should be sub- mitted to you to determine compliance with applicable building, plumbing, and fire codes. 15A FIREPLACES AND CHIMNEYS I38. Chimneys should comply with Sections 3703 and 3704. 139. Fireplaces and barbecues should comply with Section 3707. FINISH WORK 140. The interior wall and ceiling finishes should be specified and comply with Table No. 42-B and Section 4203. 141. Gypsum wallboard (interior lath and plaster) cannot be installed on weather -exposed sur- faces. Sections 4705, 1711. See Section 424 for definition of weather exposed Surface. 142. Skylights should comply with Chapter 34. Plastic skylights are allowed only under the conditions specified in Section 5205. 143. Glass and glazing should comply with Chapter 54. Type and thickness of glass should be specified. 144. Glass and glazing in hazardous locations should comply with Section 5406. STRUCTURAL 145.- Special inspection in conformance with Section 305 is required for the following work: (a) Structural concrete where the design is based on an ultimate compressive strength in excess of 2000 pounds per square inch. (b) All welding'except where done in the shop of an approved fabricator. (c) Installation of high strength bolts. (d) Prestressing work. (e) Masonry work required by Chapter 24. 146. Soil classification in conformance with Table No. 28-B and ............................ pounds per square foot soil bearing value used in design should be specified on plans. Section 2905 (a). 147. The foundation investigation report mentioned in plans was not included in data forwarded to us. It should be submitted for review. -(j 148. All masonry or concrete elements resisting seis- mic forces should qualify as reinforced ele- ments. Section 2314 (k) 3. 149. Precast concrete wall panels are limited to an h/t ratio of 36 (25). Section 2616 (c). 150. Wood members may support loads from ma- sonry or concrete only under the conditions specified in Section 2516 (a). 151. Structural calculations should be submitted to justify the adequacy of the structural system in resisting seismic and wind loads, and sup- porting dead and live, loads. This includes foundations. 152. Justifying calculations and details should be pro- - vided for------------------------------------------------------------ ------------------------------------------------------------------- ------ 153. Roofs shall be designed for snow loads of ---------------------- pounds per square foot. Section 2305 (c). 154. The roof should be designed for uplift wind pres- sures with due consideration for lateral support of compression flanges of flexural members. 155. Floor load should. consider a 20-pound per square foot partition load. Section 2302 (b). 156. Marquees should be designed for a 60-pound per square foot live load. Table No. 23-A. Sheet No. 5 of 6 Sheets Y A d 157. Garages for the storage of private pleasure cars should be designed for a minimum 2000-pound 1 wheel load. Section 2302 (b). 158. Live load signs are required. Section 2309. See -------------------- ..................................................... 159. Glued -laminated lumber should be fabricated in accordance with Section 2511 (f). 160. Allowable stress in glued -laminated members over 12 inches in depth should consider a depth reduction factor. Section 2511 (d) 6. 161. Bolted connections exposed to the weather are limited to 75 percent of the allowable load under protected conditions. U.B.C. Standard No. 25-17. 162. Anchorage of concrete and masonry walls should comply with, Section 2313. 163. Plywood grades should conform with Table No. 25-B. 164. Justification is required that sufficient slope or camber is available to assure adequate roof drainage after long time deflections. In lieu of this, roofs must be designed for possible pond- ing of water. Section 2305 (e). 165. Details on stressing method and hardware along with justifying data are required on prestressed concrete work. This data should be submitted and approved prior to ordering of material. Note that all tendons should comply with Sec- tion 4303 (c) 3, for fire -resistive purposes. 166. Welding data or details for steel decking used as a diaphragm should be -provided. Information should comply with a specific ICBO research recommendation or test data submitted in compliance with Section 106. Additional Corrections: 167. Details should be provided on roof (floor) dia- phragm connections that indicate how the shears are transferred to vertical shear -resist- ing elements. Connections should be justified with structural calculations for compliance with allowable values. 168. Nailing for gypsum board (lath, sheathing board) used structurally on shear walls should be specified to comply with Table No. 47-I. 169. Shear walls utilizing gypsum board (lath, sheath- ing board) cannot be used to resist loads im- posed by masonry or concrete walls. Footnote 1, Table No. 47.1. 170. Railings should be designed to withstand a 20 (50) pound per foot horizontal force. Table No. 23-C. 171. Ceiling joists should be designed for total load of not less than 10 (20) pounds per square foot. Table No. 23-C. 172. Interior partitions should be justified structurally for strength and deflection criteria specified in Section 2312 (b). 173- -------------------------------------- •--•---------- should comply with a specific ICBO research recommendation or justifying test data should be submitted in compliance with Section 106. 174. Plans should indicate that foundations extend below the frost line. 175. Provide complete specification in conformance with the design for ____________________________________________ T� � � = rf !! l� �� ,P>r' �XT/I►/r at tS/tt'JL'S 5� CftR/N�"7'�f�s I'fidtivN �/Y faiti'/V ,� 5"k. - A& 7-,C-"�C ON Sfl A—/ Fa R P-4ANAI10 9 irN6 iPV,er',—,91iA1C P EPT'S E of?r. v —1 These sheets are a part of the plans and shall remain attached thereto. Corrections as SggYd c,FedGyAR1gs1 i Pwith. Building Department Recheckedand Approved------------•--•--••----••-•---•-••---------------------------------------- (Sign Here)-----------•--•----•--•-------------------------------------------------._.. ( 'gn ture of Owner or Applicant) Date . Checked - Date -- r Sheet No. 6 of 6 Sheets